Product Technical Guides : CA-EN Steel Deck Fastening Systems | Page 30

Steel Deck Fastening Systems
1.2 X-HSN 24 for Fastening Deck to Bar Joist
36/7
36/9
6''
36''
1-1/2''
6''
36''
914/9
152 mm
1-1/2''
914 mm
38 mm
Load Resistance Factor Design (LRFD) - Factored resistance diaphragm shears, S LRFD , (plf) and stiffness factors, G',
(kips/in.) for standard 1-1/2" deep flutes, 6" center-to-center steel deck (F y ≥ 33 ksi; F u ≥ 45 ksi) installed with Hilti
X-HSN 24 fasteners with 36/9 or 36/7 end and interior support fastener patterns 1,2,3,4,5
Gauge
Sidelap
spacing
Hilti SLC 6,7,8
36" O.C.
24" O.C.
18" O.C.
22
12" O.C.
6" O.C.
3" O.C.
36" O.C.
24" O.C.
18" O.C.
20
12" O.C.
6" O.C.
3" O.C.
36" O.C.
24" O.C.
18" O.C.
18
12" O.C.
6" O.C.
3" O.C.
36" O.C.
24" O.C.
18" O.C.
16
12" O.C.
6" O.C.
3" O.C.
Factor
36/11
4'-0"
9
S LRFD
1174
6''
G'
51.9
36''
S LRFD
1257
G'
52.9
S LRFD
1336
G'
53.8
S LRFD
1484
G'
55.2
S LRFD
1846
G'
57.9
S LRFD
2291
G'
60.3
S LRFD
1558
G'
71.9
S LRFD
1678
G'
73.7
S LRFD
1791
G'
75.2
S LRFD
2001
G'
77.7
S LRFD
2501
G'
82.5
S LRFD
3078*
G'
87.1
S LRFD
1925
G'
110.2
S LRFD
2080
G'
113.8
S LRFD
2227
G'
117.1
S LRFD
2496
G'
122.4
S LRFD
3125
G'
133.0
S LRFD
3825*
G'
143.6
S LRFD
2131
G'
148.7
S LRFD
2308
G'
154.8
S LRFD
2475
G'
160.1
S LRFD
2780
G'
169.1
S LRFD
3484
G'
187.5
S LRFD
4247
G'
206.5
7
820
48.5
911
50.2
998
51.5
1159
53.5
1547
57.0
1990
60.0
1098
66.1
1230
68.8
1355
71.1
1585
74.6
2116
80.9
2679
86.4
1365
98.7
1536
104.0
1697
108.5
1990
115.8
2655
129.5
3331
142.1
1517
130.5
1712
138.9
1895
146.1
2227
158.0
2968
181.3
3699
203.7
5'-0"
9
7
1005
708
56.4
52.0
1-1/2''
1095
803
58.1
54.5
1181
895
59.5
56.5
1342
1067
61.7
59.6
1742
1482
65.8
64.8
2238
1960
69.4
69.0
1339
954
75.9
68.9
1469
1093
78.7
72.9
1593
1225
81.0
76.1
1823
1469
84.8
81.2
2377
2039
91.9
90.2
3020* 2647
98.5
97.8
1660
1190
111.6
98.8
1828
1370
116.9 106.0
1988
1540
121.5 112.1
2283
1852
129.0 121.8
2981
2567
143.7 139.9
3761* 3296
157.9 156.3
1841
1326
146.3 127.0
2033
1531
154.5 137.7
2215
1724
161.6 147.0
2550
2078
173.6 162.2
3331
2875
197.8 191.5
4181
3664
222.3 219.5
Span (ft- in.)
6'-0"
7'-0"
8'-0"
Fasteners per sheet to support
36/9
9
7
9
7
9
7
869
622
768
560
692
514
6''
mm
59.2
54.1
60.9
55.4
62.0 152 56.0
36''
979
729
878
671
802
624
61.6
57.5
64.1
59.6
65.8
61.1
1070
824
987
771
912
731
63.6
60.2
66.7
63.0
69.0
65.1
1240
1002
1164
954
1104
917
66.7
64.3
70.7
68.1
73.8
71.1
1667
1436
1610
1402
1565
1375
36/11
72.3
71.2
77.7
76.5
82.4
81.1
2199
1939
2170
1923
1900
1900
6''
77.1
76.7
83.8
83.3
89.5
89.1
36''
1175
850
1044
770
945
710
77.9
70.1
78.7
70.4
78.8
70.3
1321
997
1206
927
1107
872
81.7
75.3
83.5
76.7
84.5
77.5
1451
1134
1346
1067
1264
1016
84.9
79.5
87.5
81.8
89.3
83.5
1695
1387
1599
1327
1524
1281
90.0
86.1
93.9
89.7
96.8
92.6
2287
1985
2218
1944
2165
1913
99.4
97.5
105.4 103.4 110.4 108.4
2978* 2625
2946* 2608
2475
2475
107.8 107.1 115.7 114.9 122.4 121.6
1471
1069
1314
974
1193
900
111.0
97.5
109.4
95.7
107.4
93.8
1648
1254
1514
1169
1405
1105
117.8 106.4 117.5 106.0 116.7 105.3
1817
1430
1689
1350
1590
1288
123.6 113.8 124.5 114.7 124.7 115.0
2130
1755
2014
1683
1925
1628
133.2 125.8 135.9 128.4 137.7 130.3
2876
2504
2796
2458
2734
2421
151.6 147.7 157.6 153.8 162.3 158.6
3714* 3272
3679
3254
3550
3240
169.1 167.5 178.1 176.5 185.5 183.9
1635
1193
1474
1095
1341
1014
142.3 122.9 137.9 118.9 133.7 115.3
1836
1404
1690
1312
1577
1241
152.3 135.6 149.6 133.2 146.7 130.8
2028
1605
1889
1517
1781
1450
161.1 146.5 159.7 145.5 158.0 144.2
2384
1973
2259
1895
2161
1835
175.7 164.3 176.6 165.5 176.8 166.1
3219
2809
3135
2760
3068
2721
205.0 198.7 210.1 204.1 214.0 208.2
4133
3639
4097
3621
4068
3606
234.2 231.5 243.4 240.8 250.7 248.2
9'-0"
914/11
9
7
638
481
62.5
56.4
1-1/2''
714
mm
748
591
67.0
62.1
858
700
70.7
66.8
1057
888
76.4
73.6
1501
1354
86.3
85.1
1501
1501
94.6
94.1
1-1/2''
868
663
78.5
69.9
1030
825
85.1
78.0
1192
975
90.5
84.7
1464
1244
99.1
94.9
1956
1888
114.6 112.6
1956
1956
128.1 127.3
1099
843
105.2
92.0
1311
1053
115.6 104.4
1511
1239
124.5 115.0
1853
1584
138.9 131.7
2684
2393
166.2 162.5
2805
2805
191.6 190.1
1238
952
129.7 112.0
1481
1185
143.9 128.7
1695
1397
156.2 143.0
2084
1788
176.7 166.4
3015
2691
217.0 211.4
3506
3506
256.7 254.3
10'-0"
9
596
62.7
706
67.9
817
72.1
1019
78.6
1216
89.8
1216
99.1
813
77.9
975
85.3
1137
91.4
1415
100.9
1584
118.1
1584
133.1
1024
103.1
1236
114.4
1447
124.1
1795
139.7
2272
169.3
2272
196.8
1155
126.0
1398
141.2
1626
154.5
2020
176.3
2840
219.4
2840
261.7
7
455
56.5
38 mm
565
62.9
674
68.1
864
75.7
1216
88.5
1216
98.6
629
69.3
791
78.2
943
85.5
1214
96.7
1584
116.1
1584
132.3
797
90.2
1009
103.6
1200
114.8
1549
132.7
2272
165.7
2272
195.4
901
109.1
1140
126.7
1354
141.8
1750
166.5
2666
214.1
2840
259.4
1 Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses 3/16" ≤ t f ≤ 3/8". For attachment to base steel with range
1/8" ≤ t f < 3/16", diaphragm shear values should be calculated in accordance with Section 1.1.8.
2 Tabulated LRFD diaphragm shear loads are calculated with a phi factor (Φ) of 0.70 for wind loads. To calculate LRFD values for load combinations involving
earthquake, divide values in table by 0.70 and multiply by a phi factor (Φ) of 0.65. Panel buckling has been checked.
3 Please refer to footnotes 4 through 8 at the end of Section 1.6 on page 60.
*For noted diaphragm shear values, please see footnote 2 of Table 10 (page 19) of this document
28 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I PTG Decking Supplement 2014